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DEPARTMENT OF PUBLIC WORKS LITTLE ROCK, ARKANSAS 72201 701 W. MARKHAM CIVIL ENGINEERING COVER SHEET CITY OF LITTLE ROCK, ARKANSAS MLK JR. DRIVE - DRAINAGE IMPROVEMENTS SHEET NO. SCALE PROJECT NO. NTS 04.30.20 DATE DESIGNED CHECKED KP KP DRAWN BY JB 1-17-DR-53 REVISIONS DATE CLR PROJECT #1-17-DR-53 MARTIN LUTHER KING JR. DRIVE DRAINAGE IMPROVEMENTS LITTLE ROCK, ARKANSAS 2019-2021 BOND PROGRAM 13000 CANTRELL ROAD LITTLE ROCK, AR 72223 PHONE 501-975-8100 WWW.ECCI.COM FINAL- 100% SUBMITTAL

CLR PROJECT #1-17-DR-53 MARTIN LUTHER KING JR. DRIVE

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Page 1: CLR PROJECT #1-17-DR-53 MARTIN LUTHER KING JR. DRIVE

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JB

1-17-DR-53

REVISIONS DATE

CLR PROJECT #1-17-DR-53MARTIN LUTHER KING JR. DRIVE

DRAINAGE IMPROVEMENTSLITTLE ROCK, ARKANSAS

2019-2021BOND PROGRAM

13000 CANTRELL ROAD

LITTLE ROCK, AR 72223

PHONE 501-975-8100

WWW.ECCI.COM

FINAL- 100% SUBMITTAL

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UNIVERSITY
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I-630
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HUGHES
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MARKHAM
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McADOO
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H STREET
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EVERGREEN
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MISSISSIPPI
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WARD 5
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WARD 4
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WARD 3
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WARD 1
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WARD 2
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WARD 6
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WARD 7
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PROJECT LOCATION - WARD 1
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DEPARTMENT OF PUBLIC WORKS CIVIL ENGINEERING 701 WEST MARKHAM STREET LITTLE ROCK, ARKANSAS 72201
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M.L.K. JR. DRIVE
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W. 21ST STREET
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W. 22ND STREET
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W. 23RD STREET
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W. 24TH STREET
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W. CHARLES BUSSEY AVENUE
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W. 19TH STREET
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PROJECT LOCATION
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EXISTING ROAD BASE
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R-O-W
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CLASS 3 CURB & GUTTER- CONTRACTOR TO MATCH GUTTER GRADE TO EXISTING SURFACE
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EXISTING ASPHALT WEARING SURFACE
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PROFILE GRADE
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2%
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SODDING
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SOLID
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2'
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2'
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MIN
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4"x5'-0 CONCRETE SIDEWALK 1% MIN SLOPE
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FILTER FABRIC ENCASEMENT MIRAFI 140N OR EQUAL
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4" PERFORATED PVC PIPE DRAIN TO INLETS LOCATE APPROX. 3" ABOVE BOTTOM OF TRENCH
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2'-6"
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60' R-O-W
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4"
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TYPICAL SECTION
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NTS
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3:1 MAX MATCH TO EXISTING SLOPE
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FILTER FABRIC TO BE BACKFILLED WITH C-BALLAST
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±2'
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CLASS 3 C&G
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EDGE OF PAVEMENT FULL DEPTH SAW CUT 3' FROM EXISTING BACK OF CURB
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C2
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EXISTING
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SETBACK LINE
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24" CMP/RCP/DIP
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650
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EASEMENT LINE
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CONTOUR LINE
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GAS LINE
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SEWER LINE
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WATER LINE
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FENCE
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OVERHEAD UTILITY
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CURB
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STORM SEWER/CULVERT
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UNDERGROUND TELEPHONE
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UNDERGROUND ELECTRIC
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PROPERTY LINE
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UTILITY POLE
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LIGHT POLE
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R.R. SPIKE
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PK NAIL
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IRON ROD
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CO
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ELECTRIC MANHOLE
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TELEPHONE MANHOLE
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BENCHMARK
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SIGN POST
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CLEAN-OUT
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GAS VALVE
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GAS METER
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FIRE HYDRANT
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WATER VALVE
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WATER METER
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GUARD POST (BOLLARD)
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CONC. MONUMENT
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TELEPHONE BOX
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ELECTRIC BOX
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EVERGREEN/CONIFEROUS TREE
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DECIDUOUS TREE
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GP
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RR(Sp)
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IR
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PK
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WM
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FH
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WV
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CM
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GM
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SPOT ELEVATION
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CONTOUR
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STORM SEWER - PIPE
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STORM SEWER - JUNCTION BOX
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STORM SEWER - MITERED END SECTION
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STORM SEWER - GRATE INLET
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HIGH POINT
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HP
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LOW POINT
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LP
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GRADE BREAK LINE
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SPOT CURB ELEVATION
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%%U25.50
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25.00
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25.00
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25
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PROPOSED
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SANITARY SEWER PIPE
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SANITARY SEWER MANHOLE
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CO
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CONSTRUCTION - ENTRANCE/EXIT
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D
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STORM SEWER - FLARED END SECTION
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STORM SEWER - HEADWALL
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STORM SEWER - INLET WITH SINGLE EXTENSION
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STORM SEWER - INLET WITH DOUBLE EXTENSION
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STORM SEWER - AREA INLET
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D
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D
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CUT LINE
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FILL LINE
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SANITARY SEWER MANHOLE
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CURB
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CONCRETE
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GUY WIRE
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CABLE BOX
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C
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POST OR POLE (TYPE AS NOTED)
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MAILBOX
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BUSH
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CD
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CHECK DAM
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DI
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DIVERSION BERM
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DN
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DOWNDRAIN STRUCTURE - TEMPORARY
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RD
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ROCK DAM
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SFA
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ST
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SU
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SILT FENCE - TYPE A
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STORM DRAIN OUTLET PROTECTION
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SURFACE ROUGHENING
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TS1
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DISTURBED AREA STABILIZATION -TEMPORARY STABILIZATION
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TS2
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DISTURBED AREA STABILIZATION -TEMPORARY GRASSING
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TS3
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DISTURBED AREA STABILIZATION -PERMANENT GRASSING
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Mb
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MATTING/BLANKETS
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SD1
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SEDIMENT BARRIER - SILT FENCE
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SD2
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SEDIMENT BARRIER - GRAVEL RING
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SD3
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SEDIMENT BARRIER - BLOCK & GRAVEL
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SD4
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SEDIMENT BARRIER - BLOCK
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SB1
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TEMPORARY SEDIMENT BASIN
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SFB
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SILT FENCE - TYPE B
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SFC
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SILT FENCE - TYPE C
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MARTIN LUTHER KING, JR. DRIVE - 60' R/W
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FH
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W 23RD STREET - 60' R/W
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W 24TH STREET - 60' R/W
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MORRIS H HORTON 1501 W 22ND STREET
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UNITED CHRISTIAN FELLOWSHIP C/O MARY ANN HALL 6512 STERLING DRIVE LITTLE ROCK, AR 72204
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HARRIETTA A BRADLEY HARRIS 2 CREEKWOOD CT LITTLE ROCK, AR 72223
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ENTROPY SYSTEMS INC. C/O IMRAN BOHRA 2912 RESERVOIR RD LITTLE ROCK, AR 72227
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24"X24" RCP
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48" RCP
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18" RCP
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15" RCP
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8" DIP
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15" RCP
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15" RCP
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8" DIP
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15" RCP
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8" DIP
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8" DIP
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4" DIP
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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK OVER SUB-DRAIN.SEE DETAIL PW-41 TYPICAL SECTION
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CONC ALLEY
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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK SEE DETAIL PW-41
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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK SEE DETAIL PW-41
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CONSTRUCT NEW ALLEY SEE DETAIL PW-35
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CONSTRUCT NEW ALLEY SEE DETAIL PW-35
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SSMH TOP=288.11' FL IN=279.91' FL IN=280.46' FL OUT=279.81'
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EXISTING CONC. WALL
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STA 0+00, 1.4'L TO STA 1+25.79, 3.34'L REMOVE AND REPLACE 4' CHAINLINK FENCE
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REMOVE & REPLACE EXISTING CURB
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MATCH LINE
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MATCH LINE
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PW-51
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NEW CURB & GUTTER PW-29
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PW-51
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TIE-INTO EXISTING STORM DRAIN AND RECONSTRUCT NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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STA 0+00 BEGIN PROJECT
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STA 5+09.27 7.38' L TIE CURB INTO EXISTING
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STA 4+95.54 7.72' L TIE CURB INTO EXISTING
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STA 1+32.33 5.42' L TIE CURB INTO EXISTING
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STA 3+33.64 11.84' L TIE CURB INTO EXISTING
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STA 1+50.16 5.30' L TIE CURB INTO EXISTING
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STA 3+37.38 111.43' R TIE INTO EXISTING CONCRETE BOX CULVERT- APPROX. FL 282.00
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SSMH 10J151 TOP=288.07' FL IN=278.57' FL IN=277.27' FL IN=277.57' FL OUT=276.81'
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SSMH TOP=289.6' FL IN=280.7' FL IN=281.3' FL OUT=280.6'
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SCHLERETH FAMILY, LLC LITTLE ROCK, AR 72201
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6" PVC
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RECONSTRUCT SIDEWALK TO BACK OF CURB
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COMMENCE INSTALLATION OF FRENCH DRAIN- CAP PIPE END
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STA 0+10.68 BEND IN SUBDRAIN
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STA 2+86.69 BEND IN SUBDRAIN
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STA 3+51.80 BEND IN SUBDRAIN
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STA 3+70.93 BEND IN SUBDRAIN
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STA 4+40.69 BEND IN SUBDRAIN
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STA 4+92.66 BEND IN SUBDRAIN
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STA 3+03.84 10.69' L TIE CURB INTO EXISTING
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TIE-INTO EXISTING STORM DRAIN BOX AND RECONSTRUCT NEW SINGLE WING CURB INLET TOP (SEE DETAIL PW-1A & PROFILE)
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SSMH 10J130 TOP=289.58' FL IN=283.38' FL IN=285.28' FL OUT=283.18'
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NEW CURB & GUTTER PW-29
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NEW CURB & GUTTER PW-29
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NEW CURB & GUTTER PW-29
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PW-51
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PW-51
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TIE INTO EXISTING SIDEWALK
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STA 5+19.22 BEND IN SUBDRAIN
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EXISTING GRADE
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EX 8" SS
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GV
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MARTIN LUTHER KING, JR. DRIVE - 60' R/W
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W 22ND STREET - 60' R/W
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SCOTT M CALDARERA 1503 W 21ST STREET
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TBC GLOBAL INVESTMENTS LLC PO BOX 30036 MESA, AZ 85275
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MORRIS H HORTON 1501 W 22ND STREET
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12" PVC
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4" DIP
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15" RCP
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8" DIP
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15" RCP
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8" DIP
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8" DIP
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15" RCP
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CONC ALLEY
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CONC DRIVE
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CONSTRUCT NEW ALLEY SEE DETAIL PW-35
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FH
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EXISTING CONC. WALL
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EXISTING CONC. WALL
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MATCH LINE
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MATCH LINE
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D
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EXISTING FENCE
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CONC DRIVE
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STA 10+95.20
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STA 8+94.37 7.62' L TIE CURB INTO EXISTING
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STA 8+83.89 9.07' L TIE CURB INTO EXISTING
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STA 10+56.00 13.41' L TIE CURB INTO EXISTING
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STA 7+17.53 9.71' L TIE CURB INTO EXISTING
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STA 6+78.52 10.43' L TIE CURB INTO EXISTING
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STA 5+09.27 7.38' L TIE CURB INTO EXISTING
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PDE-1
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SCHLERETH FAMILY, LLC LITTLE ROCK, AR 72201
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INSTALL NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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SSMH TOP=292.41' FL IN=282.97' FL IN=282.48' FL OUT=282.41'
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TIE-IN TO EXISTING CURB INLET
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STA 6+14.35 110.33' R TIE INTO EXISTING CONCRETE DITCH WALL
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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK SEE DETAIL PW-41
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STA 6+43.97 BEND IN SUBDRAIN
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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK SEE DETAIL PW-41
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STA 5+74.55 BEND IN SUBDRAIN
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STA 7+46.07 BEND IN SUBDRAIN
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NEW CURB & GUTTER PW-29
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STA 8+68.46 BEND IN SUBDRAIN
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REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK SEE DETAIL PW-41
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STA 8+93.09 BEND IN SUBDRAIN
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STA 9+22.54 BEND IN SUBDRAIN
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STA 9+84.34 BEND IN SUBDRAIN
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STA 10+19.02 END SUBDRAIN
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STA 10+54.38 9.85' L TIE INTO EXISTING SIDEWALK
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INSTALL NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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INSTALL NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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INSTALL NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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INSTALL NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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CONVERT EX GRATE INLET TO JUNCTION BOX
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NEW CURB & GUTTER PW-29
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NEW CURB & GUTTER PW-29
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DRIVEWAY 2 PW-30 & 31
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DRIVEWAY 1 PW-30 & 31
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PW-51
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PW-51
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SSMH TOP=295.33' FL IN= 284.13' FL IN= 284.43' FL IN= 292.13' FL OUT= 283.93'
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CIMH TOP=295.31 INV= 289.76'
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60' R/W STREET -W 21ST
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NEW CURB & GUTTER PW-29
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STA 10+83.96 23.06' L TIE CURB INTO EXISTING
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PW-51
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STA 7+79.29 BEND IN SUBDRAIN
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STA 5+19.22 BEND IN SUBDRAIN
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TIE-INTO EXISTING STORM DRAIN AND RECONSTRUCT NEW SINGLE WING CURB INLET (SEE DETAIL PW-1A & PROFILE)
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MATCH LINE
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SSMH TOP=292.96' FL IN=288.76' FL OUT=288.51'
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SSMH TOP=292.27' FL IN=281.97' FL IN=282.57' FL OUT=281.87'
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NOTE: REMOVAL OF SIDEWALK AND CURB & GUTTER TO BE INCLUDED IN SITE PREP.
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STA 10+95.20
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TIE-IN TO EXISTING CURB INLET
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top 2" metal pipe
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24" rcp
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GV
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FH
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SSMH TOP=296.48' FL IN= 285.76' FL IN= 285.18' FL OUT= 285.03'
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SSMH TOP=296.55' FL IN= 291.25' FL IN= 287.4' FL OUT= 287.3'
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SSMH TOP=297.63' FL IN= 288.43' FL OUT= 285.03'
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SSMH TOP=299.12' FL IN= 291.97' FL IN= 294.92' FL IN= 291.27' FL OUT=291.22'
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GAS RISER
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W CHARLES BUSSEY AVE- 60' R/W
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CIMH TOP=297.7 INV= 289.95'
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CIMH TOP=297.37 INV= 294.52'
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CONC DRIVE
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CONC ALLEY
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NEW CURB & GUTTER PW-29
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NEW CURB & GUTTER PW-29
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REV BETTY SUMMERVILLE 1900 MARSHALL ST LITTLE ROCK, AR 72202
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REV BETTY SUMMERVILLE 1900 MARSHALL ST LITTLE ROCK, AR 72202
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NIKI S WILLIAMS C/O SHELTON J PITRE 1500 W 21ST ST
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DF PROPERTIES LLC PO BOX 6327 SHERWOOD, AR
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CHARLOTTE WRIGHT 723 APPERSON ST LITTLE ROCK
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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STA 14+15.73 22.72' L TIE CURB INTO EXISTING
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STA 16+06.41 7.01' L TAPER CURB
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STA 10+83.96 23.06' L TIE CURB INTO EXISTING
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STA 14+06.17 20.79' L TIE INTO EXISTING SIDEWALK
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STA 10+55.21 9.84' L TIE INTO EXISTING SIDEWALK
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PW-51
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W 19TH STREET - 60' R/W
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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MORRIS H HORTON 1501 W 22ND STREET
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DRIVEWAY 1 STA 6+00±
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20" CEDAR
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4' SIDEWALK
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SCOTT M CALDARERA 1503 W 21ST STREET
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12%
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DRIVEWAY 2 STA 9+00±
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2- 8" HACKBERRY
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NIKI S WILLIAMS C/O SHELTON J PITRE 1500 W 21ST ST
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MARTIN LUTHER KING, JR. DRIVE - 60' R/W
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P
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W 22ND STREET - 60' R/W
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W 23RD STREET - 60' R/W
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W 24TH STREET - 60' R/W
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TBC GLOBAL INVESTMENTS LLC PO BOX 30036 MESA, AZ 85275
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MORRIS H HORTON 1501 W 22ND STREET
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UNITED CHRISTIAN FELLOWSHIP C/O MARY ANN HALL 6512 STERLING DRIVE LITTLE ROCK, AR 72204
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HARRIETTA A BRADLEY HARRIS 2 CREEKWOOD CT LITTLE ROCK, AR 72223
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ENTROPY SYSTEMS INC. C/O IMRAN BOHRA 2912 RESERVOIR RD LITTLE ROCK, AR 72227
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24"X24" RCP
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48" RCP
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18" RCP
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6" PVC
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D
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CONC DRIVE
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CO
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CO
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CO
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CO
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CO
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NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE 1 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT(S) AND SWPPP INFORMATION SIGN. 2. INSTALL, SILT FENCE(S) ON THE SITE. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. HALT ALL ACTIVITIES AND CONTACT THE CITY OF LITTLE ROCK TO PERFORM INSPECTION AND ACCEPTANCE OF BMP'S. 5. CONSTRUCT AND STABILIZE SEDIMENT BASIN(S) AND SEDIMENT TRAP(S) WITH APPROPRIATE OUTFALL STRUCTURES. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS AND TRAPS. 6. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES, CHECK DAMS, ETC.). CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL HYDRAULIC CONTROL DEVICES. PHASE 2 1. BEGIN SITE DEMOLITION, CLEARING AND GRUBBING. 2. CONTINUE GRADING THE SITE. 3. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. PHASE 3 1. CONTINUE GRADING THE SITE. 2. PREPARE SITE FOR PAVING. 3. PAVE THE SITE. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 5. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
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BEST MANAGEMENT PRACTICES: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
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SFA
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SFA
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SFA
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MARTIN LUTHER KING, JR. DRIVE - 60' R/W
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W 21ST STREET - 60' R/W
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SCOTT M CALDARERA 1503 W 21ST STREET
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TBC GLOBAL INVESTMENTS LLC PO BOX 30036 MESA, AZ 85275
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12" PVC
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CONC DRIVE
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CO
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CO
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SD1
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24" rcp
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W CHARLES BUSSEY AVE- 60' R/W
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60' R/W STREET -W 21ST
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CONC DRIVE
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REV BETTY SUMMERVILLE 1900 MARSHALL ST LITTLE ROCK, AR 72202
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NIKI S WILLIAMS C/O SHELTON J PITRE 1500 W 21ST ST
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DF PROPERTIES LLC PO BOX 6327 SHERWOOD, AR
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CHARLOTTE WRIGHT 723 APPERSON ST LITTLE ROCK
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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SHEET NO.

SCALE

PROJECT NO.

1:30

04.30.20

DATE

DESIGNED

CHECKED

AV

KP

DRAWN BY

JB

1-17-DR-53

REVISIONS DATE

FINAL- 100% SUBMITTAL

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NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE 1 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT(S) AND SWPPP INFORMATION SIGN. 2. INSTALL, SILT FENCE(S) ON THE SITE. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. HALT ALL ACTIVITIES AND CONTACT THE CITY OF LITTLE ROCK TO PERFORM INSPECTION AND ACCEPTANCE OF BMP'S. 5. CONSTRUCT AND STABILIZE SEDIMENT BASIN(S) AND SEDIMENT TRAP(S) WITH APPROPRIATE OUTFALL STRUCTURES. CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS AND TRAPS. 6. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES, CHECK DAMS, ETC.). CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL HYDRAULIC CONTROL DEVICES. PHASE 2 1. BEGIN SITE DEMOLITION, CLEARING AND GRUBBING. 2. CONTINUE GRADING THE SITE. 3. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. PHASE 3 1. CONTINUE GRADING THE SITE. 2. PREPARE SITE FOR PAVING. 3. PAVE THE SITE. 4. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 5. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
AutoCAD SHX Text
BEST MANAGEMENT PRACTICES: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREA: TRAILERS, PARKING, LAY DOWN, PORT-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREA WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
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18" dimp
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3' chainlink
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15" dimp
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8" clay pipe
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top 2" metal pipe
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24" rcp
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W CHARLES BUSSEY AVE- 60' R/W
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W 19TH STREET - 60' R/W
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CONC DRIVE
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CONC DRIVE
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REV BETTY SUMMERVILLE 1900 MARSHALL ST LITTLE ROCK, AR 72202
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REV BETTY SUMMERVILLE 1900 MARSHALL ST LITTLE ROCK, AR 72202
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NIKI S WILLIAMS C/O SHELTON J PITRE 1500 W 21ST ST
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DF PROPERTIES LLC PO BOX 6327 SHERWOOD, AR
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CHARLOTTE WRIGHT 723 APPERSON ST LITTLE ROCK
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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SOUTHERN REAL ESTATE INVESTMENT 54 EL DORADO DR LITTLE ROCK
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SFA
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PHASE I, II, & III
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SFA
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PHASE I, II, & III
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D
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SD1
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PHASE I & II
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SD4
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PHASE III
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SD1
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PHASE I & II
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SD4
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PHASE III
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O
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O
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T
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Y
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W
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C
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C
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I
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I
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K
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K
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C
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T
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T
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I
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0
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GRAPHIC SCALE
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15
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30
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60
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90
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120
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C9